0 ICC-ES Report ICC-ES (800) 423-6587 (562) 699-0543 www.icc-es.org 000 Most Widely Accepted and Trusted ESR-2280 Valid: 04/5 to 04/7 DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES SECTION: 06 6 00 SHEATHING DIVISION: 07 00 00 THERMAL AND MOISTURE PROTECTION SECTION: 07 46 46 FIBER-CEMENT SIDING DIVISION: 09 00 00 FINISHES SECTION: 09 30 00 TILING REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 090 ELM AVENUE FONTANA, CALIFORNIA 92337 EVALUATION SUBJECT: / 4 " HARDIEBACKER EZ GRID, HARDIEBACKER 500, AND HARDIEBAKER PROGRID TM CEMENT BOARDS, AND / 4 " HARDIEBACKER UNDERLAYMENT Look for the trusted marks of Conformity! 204 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 205
ICC-ES Evaluation Report ESR-2280 Reissued April 205 This report is subject to renewal April 207. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES Section: 06 6 00 Sheathing DIVISION: 07 00 00 THERMAL AND MOISTURE PROTECTION Section: 07 46 46 Fiber-Cement Siding DIVISION: 09 00 00 FINISHES Section: 09 30 00 Tiling REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 090 ELM AVENUE FONTANA, CALIFORNIA 92337 (800) 942-7343 www.jameshardie.com info@jameshardie.com EVALUATION SUBJECT: / 4 " HARDIEBACKER EZ GRID, HARDIEBACKER 500, AND HARDIEBAKER PROGRID TM CEMENT BOARDS, AND / 4 " HARDIEBACKER UNDERLAYMENT.0 EVALUATION SCOPE Compliance with the following codes: 202, 2009 and 2006 International Building Code (IBC) 202, 2009 and 2006 International Residential Code (IRC) 203 Abu Dhabi International Building Code (ADIBC) The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Properties evaluated: Structural Noncombustibility Thermal resistance Fire resistance Exterior Sheathing 2.0 USES The / 4 " HardieBacker Underlayment may be used as floor underlayment applied to the interior of buildings. The / 4 " HardieBacker EZ Grid Cement Board, HardieBacker ProGrid TM Cement Board and Cement Board panels may be used as backer boards for wall tile in tub and shower areas, and wall panels in shower areas, in accordance with IBC Section 2509.2 and IRC Section R702.4.2. Cement Board may also be used in exterior wall applications as a backer board for exterior tile, slate, marble, stone, thin brick and manufactured stone in any type of construction under the 2009 IBC, and in buildings constructed under the 2009 IRC. Wall installations may be used in fire-resistance-rated construction as set forth in Section 4.3 of this report. Table 3 identifies specific uses for the panels. 3.0 DESCRIPTION 3. General: The / 4 " HardieBacker EZ Grid Cement Backer Board, HardieBacker ProGrid TM Cement Backer Board, Cement Backer Board, and / 4 " HardieBacker Underlayment are single-faced, cellulose fiber reinforced cement (fiber-cement) panels. Nominal dimensions are noted in Table. The / 4 " HardieBacker EZ Grid, HardieBacker ProGrid TM and HardieBacker 500 cement backer boards comply with ASTM C288, Grade I. The / 4 " HardieBacker EZ Grid, HardieBacker ProGrid TM Cement Backer Board, Cement Backer Board, and / 4 " HardieBacker Underlayment backer boards comply with ANSI A8.9 as cementitious backer units (CBU s). The cement board panels have a flame-spread index of 0 or less and a smoke-developed index of 5 or less when tested in accordance with ASTM E84 and are classified as noncombustible in accordance with ASTM E36. Permeance values for the panels are noted in Table 2. 3.2 Materials: 3.2. / 4 " HardieBacker EZ Grid, HardieBacker ProGrid TM and HardieBacker 500 Cement Board: The / 4 " Hardiebacker EZ Grid cement board and HardieBacker ProGrid TM cement board have a smooth surface imprinted with a grid pattern to facilitate cutting, and is also imprinted with a fastener pattern to facilitate attachment to subflooring. The cement board has a smooth-finished surface. Both boards have square edges for butt joints. The reverse side of these backer boards has a lightly textured surface. 3.2.2 / 4 " HardieBacker Underlayment: The product has a smooth surface, an acrylic-based seal coat and square edges for butt joints. The reverse side of the backer board has a lightly textured surface and is unsealed. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 205 Page of 6 000
ESR-2280 Most Widely Accepted and Trusted Page 2 of 8 3.2.3 Fasteners: Fastener types and spacing used to secure the products are as shown in Table 3. Fasteners must be corrosion-resistant steel. 4.0 DESIGN AND INSTALLATION 4. Design: Walls: Framing assembly components must be sized and constructed to meet applicable building code requirements. When installed over wall framing, the wall framing members must be spaced not more than 6 inches (406 mm) on center. When installed on a floor, the joists must not be spaced more than 24 inches. (60 mm) on center, and a subfloor (complying with the applicable code) must be installed prior to installation of the Hardie Backer boards. Allowable deflection of horizontal and vertical framing must be limited to / 360 of the span, unless otherwise specified by finish material requirements. Steel framing must be a minimum of No. 20 gage [0.0329 inch (0.84 mm) minimum thickness] and corrosion-resistant in accordance with the applicable code. Use of panels to resist in-plane racking shear loads is outside the scope of this report. Installation must comply with this report, and a copy of this report must be available at all times on the jobsite during installation. Additional details in the applicable manufacturer s product information sheets must be observed during installation. Where differences occur between the manufacturer s product information sheets and this report, this report governs. All products may be cut to shape on-site by the score-and-snap method using a score-and-snap knife, a hand guillotine or a handsaw utilizing a carbide blade. 4.2 Installation: 4.2. / 4 " HardieBacker EZ Grid, HardieBacker ProGrid TM, and Cement Board Backer Boards; and / 4 " HardieBacker Underlayment: 4.2.. Interior Floors: When / 4 " HardieBacker EZ Grid HardieBacker ProGrid TM, and Cement Board backer boards and ¼" HardieBacker Underlayment are utilized as underlayment on floors, the subfloor assembly must consist of a minimum 5 / 8 -inch-thick (5.9 mm), Exposure, Group 2 or 3 species plywood, or equivalent thickness of subfloor, designed to limit the maximum out-of-plane deflection of the panel, including live and dead loads, to / 360 of the span, in accordance with the applicable code. [IBC Tables 2304.7(), 2304.7(2), 2304.7(3), and 2304.7(4), and IRC Tables R503., R503.2..(), and R503.2..(2), tabulate subfloor and subfloor/underlayment design load capacity.] Joints in the backer boards must be provided where existing structural joints (building control joints) occur and where changes in direction occur, such as in L-shaped rooms. For large tiled areas, joints must be provided in accordance with ANSI A08.0, Section 3.7. The subfloor must be covered with a minimum 3 / 32 -inchthick (2.4 mm) latex, or acrylic-modified thinset setting material complying with ANSI A8.4, before installation of the backer boards on the subfloor. Board joints must be in moderate contact, in a staggered brick pattern, and fastened before the setting material films over. Backer board edges must be staggered from subfloor joints, and four corners of the backer board sheets must not meet at one point. Backer board edges must be kept / 8 inch (3.2 mm) away from walls and cabinet bases, and the cut edges of the backer boards must be turned to the outside (towards walls and cabinet bases). Fastener types and spacing are as specified in Table 3. Fasteners must be located a minimum of 3 / 8 inch (9.5 mm) and a maximum of 3 / 4 inch (9. mm) from board edges, and nominally 2 inches from corners. Floor tiles complying with ANSI A37. must be laid over the backer board in accordance with ANSI A08, using either acrylic or latex-modified thinset mortars complying with ANSI A8.4. Prior to setting the tile, all backer board joints must be filled with the same mortar used to set the tiles. While the mortar is still wet, 2-inch-wide (5 mm), high-strength, coated, alkali-resistant, glass fiber reinforcing tape must be embedded into the wet mortar, leveled, and allowed to thoroughly dry. 4.2..2 Interior Walls (Tile Finish):, HardieBacker ProGrid TM, / 4 " HardieBacker EZ Grid and / 4 " HardieBacker Underlayments and backer boards are installed with the long dimension either vertical or horizontal to nominally 2-by-4 wood framing members or minimum No. 20 gage [0.0329-inch (0.84 mm)] minimum thickness metal framing members spaced a maximum of 6 inches (406 mm) on center with end joints staggered from adjacent courses in both vertical and horizontal applications. All board edges of the / 4 " HardieBacker EZ Grid and / 4 " HardieBacker Underlayment must be supported by framing. Vertical board edges of the HardieBacker board must be supported by framing. To comply with ANSI A 08., framing members must be spaced a maximum of 6 inches (406 mm) on center as required by ANSI A 08.. Fasteners and fastener spacing must be as specified in Table 3. Fasteners must be located at least 3 / 8 inch (9.5 mm) from board edges and a minimum of 2 inches (5 mm) from corners. Corner gaps must be filled with a silicone sealant compatible with fibercement backer board. Backer boards must be placed with a minimum / 4 -inch (6.4 mm) clearance from the floor surfaces and other horizontal tile termination locations, such as above tub edges. This gap must be free of adhesive and grout and must be filled with a flexible sealant. For large tiled areas, movement joints must be provided in accordance with ANSI A08.0, Section 3.7. Ceramic wall tiles complying with ANSI A37. must be applied over the backer board in accordance with ANSI A08, with flexible Type I mastic adhesives complying with ANSI A36., or acrylic or latex-modified thinset mortars complying with ANSI A8.4. Prior to setting the tile, all backer board joints must be filled with the same mastic or mortar used to set the tiles. While the mastic or mortar is still wet, 2-inch-wide (5 mm), high-strength, coated, alkali-resistant, glass fiber reinforcing tape is embedded into the wet mastic or mortar, leveled, and allowed to thoroughly dry. 4.2..3 Interior Walls (Paint or Wallpaper Finish): Cement Boards and / 4 " HardieBacker Underlayment must be installed with the long dimension either vertical or horizontal over nominally 2-by-4 wood framing members or minimum No. 20 gage [0.0329 inch (0.84 mm)] minimum thickness metal framing members spaced a maximum of 6 inches (406 mm) on center, with end joints staggered from adjacent courses in both vertical and horizontal applications. Panel edges must be supported by framing. Fastener types and spacing are as specified in Table 3. Fasteners must be located at least 3 / 8 inch (9.5 mm) from board edges, and a minimum of 2 inches (5 mm) from corners. Panels must be placed with a minimum / 4 -inch
ESR-2280 Most Widely Accepted and Trusted Page 3 of 8 (6.4 mm) clearance from the floor surface. Metal or PVC corner angles are attached with the above-described nails or placed approximately 2 inches (305 mm) on center. A flush-joint procedure must be used on backer board panels. Gypsum board joint compounds, complying with ASTM C474 and C475, are troweled into the joints. Paper joint tape is embedded into the wet joint compound and allowed to dry thoroughly. A second coat of joint compound, approximately 8 inches (203 mm) wide, is then applied across the joint and allowed to dry. A third coat of joint compound, 0 inches (254 mm) wide, is applied across the joint. Joint compound must also be applied over all fastener heads in intermediate locations. Internal corners are finished by filling with joint compound, working the joint tape into the joint, and applying a second coat of joint compound. A third coat of joint compound is applied over the joint area. External corners are treated by filling the joint with joint compound and allowing it to dry thoroughly. Corrosionresistant metal or PVC corner angles are then fastened to the corner, followed by a second coat of joint compound. When the second coat is completely dry, a third coat of joint compound is applied over the joint area. Joint compound is applied over all fastener heads in intermediate locations. Texturing may be applied to backer board panels similar to applications of texturing to gypsum wallboard. For surfaces to receive paint, drywall primer suitable for highmoisture areas must be applied as recommended by the paint manufacturer. For surfaces to receive wallpaper, the backer board surface is primed with a primer suitable for high-moisture areas as recommended by the wallpaper manufacturer. 4.2..4 Exterior Walls (Tile Finish): cement backer boards must be installed over wood structural panel sheathing. A water-resistive barrier in accordance with the applicable code must be applied over the wood structural panel sheathing. A clear distance of 6 inches (52 mm) must be maintained between the backer board and the earth. cement boards are installed with the long dimension either vertical or horizontal to nominally 2-by-4 wood framing members or minimum No. 20 gage [0.0329 inch (0.84 mm) minimum thickness] metal framing members spaced at a maximum of 6 inches (406 mm) on center, with end joints staggered from adjacent courses. Vertical joints are fastened at abutting sheet edges. Vertical board edges of the must occur over framing members. Fasteners and fastener spacing must be as specified in Table 3, and when a specified level of wind resistance is required, the cement board is attached to framing members, appropriately spaced, with fastener types, lengths and spacing as described in Table 4. Fasteners must be located at least 3 / 8 inch (9.5 mm) from board edges and a minimum of 2 inches (5 mm) from corners. Corner gaps must be filled with a silicone sealant compatible with fiber-cement backer board. For large tiled areas, movement joints must be provided in accordance with ANSI A08.0, Section 3.7. Ceramic wall tiles complying with ANSI A37. must be applied over the backer board in accordance with ANSI A08, with acrylic or latex-modified thinset mortars complying with ANSI A8.4. Prior to setting the tile, all backer board joints must be filled with the same mortar used to set the tiles. While the mortar is still wet, 2-inch-wide (5 mm), high-strength, coated, alkali-resistant, glass fiber reinforcing tape must be embedded into the wet mortar, leveled, and allowed to thoroughly dry. Additional details in the manufacturer s installation instructions must be observed before and during installation. 4.2.2 / 4 " HardieBacker Underlayment: 4.2.2. General: The / 4 " HardieBacker Underlayment is installed over a structurally sound subfloor assembly designed to limit the maximum deflection, including live and dead loads, to / 360 of the span, in accordance with the applicable code. [IBC Tables 2304.7(), 2304.7(2), 2304.7(3), and 2304.7(4), or IRC Tables R503., R503.2..(), and R503.2..(2), tabulate subfloor or subfloor/underlayment design load capability.] When the underlayment is installed on existing floor construction, floor finishes and subflooring must be repaired, removed and/or replaced as necessary to create a smooth and level surface. The ability of the existing floor structure and subfloor to support the additional loads of the underlayment and the new floor finish must be substantiated. Alterations must comply with applicable codes. The underlayment must then be installed, with board joints in moderate contact (not forced together), in a staggered brick pattern to the subfloor and fastened before the setting material films over. Underlayment edges must be staggered with subfloor joints, and four corners of the underlayment sheets must not meet at one point. Underlayment edges must be kept / 8 inch (3.2 mm) back from walls and cabinet bases and cut edges of underlayment turned to the outside (toward walls and cabinet bases). 4.2.2.2 Resilient Flooring: With the smooth face up, the underlayment is placed over the prepared subflooring and fastened to support framing with the fastener types and spacing specified in Table 3. Fasteners must be located at least 3 / 8 inch (9.5 mm) from board edges and a minimum of 2 inches (5 mm) from corners. Fastener heads must be flush with the surface. Fasteners must be of sufficient length to penetrate at least inch (25.4 mm) into sound subflooring or framing. To minimize the possibility of surface irregularities in the underlayment and fastener heads penetrating through the resilient flooring, the underlayment must be installed to provide a flush and level surface. Height variations are treated by filling joints, gouges and low spots with a waterresistant, cementitious leveling compound recommended by the floor-covering manufacturer. After the leveling compound has dried, filled areas must be sanded level to the surrounding underlayment. Prior to application of the resilient flooring, the prepared / 4 " HardieBacker Underlayment surface must be free of all debris, oil, paint, caulk, joint compound and other foreign substances. Additional guidance for installations is contained in ASTM F482, Standard Practice for Installation and Preparation of Panel Type Underlayments to Receive Resilient Flooring. Finish floor coverings must be installed in accordance with the flooring material manufacturer s published instructions. Seams of finish floor coverings must not occur directly over the / 4 " HardieBacker Underlayment joints.
ESR-2280 Most Widely Accepted and Trusted Page 4 of 8 4.2.2.3 Tile: With the smooth face up, the installation of the / 4 " HardieBacker Underlayment must comply with Section 4.2.. of this report. 4.3 One-hour Fire-resistance-rated Assemblies: 4.3. Assembly : The nonsymmetrical, nonloadbearing, one-hour fire-resistance-rated wall assembly consists of minimum 3 5 / 8 -inch-deep (92 mm), No. 20 gage [0.0359 inch (0.9 mm)], steel C studs spaced at a maximum of 24 inches (60 mm) on center with corresponding top and bottom tracks. One layer of 5 / 8 -inchthick (5.9 mm) Type X gypsum board complying with ASTM C36 or C396, 48 inches (220 mm) wide, is applied vertically to one face of the wall framing and secured with / 4 -inch-long (32 mm), Type S, gypsum board spaced 8 inches (203 mm) on center at board edges and 2 inches (305 mm) on center at intermediate framing members. All board joints must be backed by framing members. The 5 / 8 -inch-thick (5.9 mm) gypsum board joints and screw heads must be finished in accordance with ASTM C840 or GA 26. The opposite face of the wall is covered with one layer of / 2 -inch-thick (2.7 mm) Type X gypsum board complying with ASTM C36 or ASTM C396, followed by one layer of / 4 " HardieBacker EZ Grid or / 4 " HardieBacker Underlayment backer board. Boards must be applied vertically to framing members with vertical edges staggered 24 inches (60 mm). The / 2 -inch-thick (2.7 mm) Type X gypsum board is fastened to the framing members with / 4 -inch-long (32 mm), Type S, gypsum board spaced 24 inches (60 mm) on center. All board joints must be backed by framing members. The / 4 " HardieBacker EZ Grid or / 4 " HardieBacker Underlayment backer board is fastened through the gypsum board to the framing members with minimum 5 / 8 -inch-long (4 mm) by minimum 0.323-inch (8.2 mm) self-drilling, corrosion-resistant, ribbed bugle head or ribbed wafer head located a maximum of 8 inches (203 mm) on center. Backer board joints and fasteners require treatment similar to that described in Section 4.2..2 or 4.2..3 of this report. 4.3.2 Assembly 2: The symmetrical, nonload-bearing, one-hour fire-resistance-rated wall assembly consists of minimum 3 5 / 8 -inch-deep (92 mm), No. 20 gage [0.0359 inch (0.9 mm)], steel C studs spaced at a maximum of 24 inches (60 mm) on center with corresponding top and bottom tracks. Both sides of the wall are covered with one layer of / 2 -inch-thick (2.7 mm) Type X gypsum board complying with ASTM C36 or ASTM C396, followed by one layer of / 4 " HardieBacker EZ Grid or / 4 " HardieBacker Underlayment. Boards are applied either perpendicular (horizontally) or parallel (vertically) to framing members. All board joints must be backed by framing. Base layer and face layer board joints of both wall sides must be offset by 24 inches (60 mm). The / 2 -inch-thick (2.7 mm) Type X gypsum board is fastened to the framing members with minimum -inchlong (25.4 mm), Type S, gypsum board spaced a maximum of 24 inches (60 mm) on center, and the gypsum board joints and screw heads are finished in accordance with ASTM C840 or GA 26. The / 4 " HardieBacker EZ Grid or / 4 " HardieBacker Underlayment is fastened through the gypsum board to the framing members with minimum 5 / 8 -inch-long (4 mm), minimum 0.323-inch (8.2 mm) self-drilling, corrosionresistant, ribbed buglehead or ribbed waferhead located a maximum of 8 inches (203 mm) on center. Backer board joints and fasteners require finish treatment similar to that described in Section 4.2..2 or 4.2..3 of this report. 4.3.3 Assembly 3: The nonsymmetrical, nonloadbearing, one-hour fire-resistance-rated wall assembly consists of minimum 3 5 / 8 -inch-deep (92 mm), No. 25 gage (0.0209-inch), steel C studs spaced at a maximum of 6 inches (406 mm) on center with corresponding top and bottom tracks. One layer of 5 / 8 -inch-thick (5.9 mm) Type X gypsum wallboard complying with ASTM C36 or ASTM C396, 48 inches (220 mm) wide, is applied either vertically or horizontally to one face of the wall framing and secured with minimum / 4 -inch-long (32 mm), Type S gypsum wallboard, spaced 8 inches (203 mm) on center at board edges and at intermediate framing members. The gypsum wallboard joints and screw heads are finished in accordance with ASTM C840 or GA 26. The stud cavities are insulated with minimum 3-inch-thick (76 mm), 3 pcf (48 kg/m 3 ), unfaced, friction-fit, mineral fiber insulation complying with ASTM C665, Type I. The opposite face of the wall is covered with one layer of 3 / 32 -inch-thick (0.5 mm) Cement Board or HardieBacker ProGrid TM backer board. The backer boards are applied either vertically or horizontally, with vertical and horizontal edges staggered from the wallboard edges. The backer boards are fastened through to the framing members with minimum -inch-long (25.4 mm), No. 8-8 by 0.323-inch self-drilling, corrosionresistant, ribbed buglehead (or equivalent) spaced a maximum of 8 inches (203 mm) on center. The side of the wall clad with or HardieBacker ProGrid TM backer board must be tiled as described in Section 4.2..2 or 4.2..4 of this report. 4.3.4 Assembly 4: The nonsymmetrical, limited loadbearing, one-hour fire-resistance-rated wall assembly must consist of nominally 2-by-4 wood studs spaced at a maximum of 6 inches (406 mm) on center with a double top plate and a single bottom plate. The axial load must be the least of the following, provided structural consideration for axial, flexural and bearing perpendicular-to-grain stresses is in accordance with ANSI/AF&PA NDS-2005:. Maximum axial load of 800 pounds (3560 N) per stud. 2. Maximum 34.6 percent of full allowable design axial load must be used for the wood species as shown in the NDS. 3. Maximum allowable wood axial stress of 0.78 F c, which must not exceed 0.78 F c at a slenderness ratio l e /d of 33. One layer of 5 / 8 -inch-thick (5.9 mm) Type X gypsum wallboard complying with ASTM C36 or ASTM C396, 48 inches (220 mm) wide, is applied either vertically or horizontally to one face of the wall framing and secured with minimum 7 / 8 -inch-long (22 mm) cuphead gypsum wallboard nails, spaced 8 inches (203 mm) on center at board edges and intermediate framing members. The gypsum wallboard joints and nail heads are finished in accordance with ASTM C840 or GA 26. The stud cavities are insulated with minimum 3-inch-thick (76 mm), 3 pcf, unfaced, friction-fit, mineral fiber insulation complying with ASTM C665, Type I. The opposite face of the wall is covered with one layer of 3 / 32 -inch-thick (0.5 mm) or HardieBacker ProGrid TM backer board. The backer board is applied either vertically or horizontally, with vertical and horizontal edges staggered from the gypsum wallboard edges on the opposite face. The backer board is fastened through to the framing members with minimum / 2 -inch-long (38 mm), corrosion-
ESR-2280 Most Widely Accepted and Trusted Page 5 of 8 resistant roofing nails located a maximum of 8 inches (203 mm) on center. Backer board joints and fasteners require treatment similar to that described in Section 4.2.2.2 of this report. The side of the wall clad with HardieBacker 500 or HardieBacker ProGrid TM backer board must be finished with tiles complying with ANSI A37. as described in Section 4.2..2 or 4.2..4 of this report. 4.3.5 Assembly 5: The symmetrical, nonload-bearing, one-hour fire-resistance-rated wall assembly consists of minimum 3 5 / 8 -inch-deep (92 mm), No. 20 gage [0.0329 inch (0.84 mm) minimum thickness], steel C studs spaced at a maximum of 6 inches (406 mm) on center with corresponding top and bottom tracks. The stud cavities are insulated with minimum 3-inch-thick (76 mm), 3 pcf, unfaced, friction-fit, mineral fiber insulation complying with ASTM C665, Type I. Both sides of the wall are covered with one layer of 3 / 32 -inch-thick (0.5 mm) or HardieBacker ProGrid backer board applied either perpendicular (horizontally) or parallel (vertically) to framing members. Vertical board joists must be backed by framing and centered over framing. Vertical joints on opposite sides of studs must be offset 6 inches (406 mm). The or HardieBacker ProGrid TM backer board is fastened to the framing members with minimum ¼-inch-long (32mm), No. 8 by 0.375-inch-head-diameter (9.5 mm), self-drilling, corrosionresistant, ribbed wafer-head located a maximum of 8 inches (203 mm) on center. Backer board joints and fasteners require finish treatment similar to that described in Section 4.2..2 or 4.2..4 of this report. The or HardieBacker ProGrid TM backer board must be finished with tiles complying with ANSI A37. as described in Section 4.2..2 or 4.2..4 of this report. 5.0 CONDITIONS OF USE The James Hardie Building Products, Inc., / 4 " HardieBacker Underlayment, / 4 " HardieBacker EZ Grid, HardieBacker ProGrid TM and Cement Board backer boards described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section.0 of this report, subject to the following conditions: 5. The products must be installed in accordance with this report and the manufacturer s published installation instructions. In the event of a conflict between this report and the manufacturer s instructions, this report governs. 5.2 The panel products are limited to use in interior installations only, except for the HardieBacker 500 cement board 5.3 When use is in exterior wall applications, a waterresistive barrier complying with the code must be installed behind the HardieBacker 500 cement board. Flashing must be installed at all penetrations and terminations in accordance with the applicable code. 5.4 When used as a base for wall tile or as wall panels in wet areas, the panels must not be applied over a vapor retarder. 5.5 Support framing must be designed to a maximum allowable deflection of / 360 of the span, unless otherwise specified by finish material requirements. 5.6 Installation of a vapor retarder in exterior walls must be in accordance with code requirements. 5.7 Recognition of fiber-cement substrate sheets as listed protective assemblies, as referenced in Section 308 of the International Mechanical Code, is outside the scope of this report. 5.8 Use of the products to resist racking shear loads is outside the scope of this report. 5.9 The products are manufactured in Cleburne, Texas; Peru, Illinois; Pulaski, Virginia; Sparks, Nevada; and Fontana, California, under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED 6. Data in accordance with the ICC-ES Acceptance Criteria for Fiber-cement Interior Substrate Sheets Used in Wet and Dry Areas (AC378), dated August 202 6.2 Data in accordance with the ICC-ES Acceptance Criteria for Reinforced Cementitious Sheets Used as Wall and Ceiling Sheathing and Floor Underlayment (AC376), dated August 202. 6.3 Data in accordance with ANSI A8.9-999, American National Standard for Test Methods and Specifications for Cementitious Backer Units. 7.0 IDENTIFICATION James Hardie Building Products, Inc., / 4 " HardieBacker Underlayment, / 4 " HardieBacker EZ Grid, HardieBacker ProGrid TM and cement backer boards bear a label with the James Hardie name and telephone number, the product name, and the evaluation report number (ESR-2280).
ESR-2280 Most Widely Accepted and Trusted Page 6 of 8 TABLE STANDARD NOMINAL PANEL DIMENSIONS PRODUCT / 4 " HardieBacker (underlayment) / 4 " HardieBbacker EZ Grid (underlayment), HardieBacker ProGrid TM (backer board) For SI: inch = 25.4 mm, foot = 304.8 mm. WIDTH (inches) LENGTH (feet) 36 and 48 5, 8, 9, 0 36 5 32, 36, 48 5 and 8 THICKNESS (inch) / 4 / 4 3 / 32 Panel products are also available in other lengths, widths, and thicknesses by special arrangement. TABLE 2 PERMEANCE VALUES FOR FIBER-CEMENT PRODUCTS PRODUCT AND THICKNESS (inch) PERMEANCE (perms) / 4 " HardieBacker ( / 4 ).75 HardieBacker ( 3 / 32 ) 2.84 For SI: inch = 25.4 mm, perm = 57 mg/(s m 2 Pa).
ESR-2280 Most Widely Accepted and Trusted Page 7 of 8 TABLE 3 FASTENERS PRODUCT APPLICATION FASTENER,2 FASTENER SPACING / 4 " HardieBacker EZ Grid; / 4 " HardieBbacker Underlayment; HardieBacker ProGrid TM ; HardieBacker 500 / 4 " HardieBacker Underlayment; / 4 " HardieBacker EZ Grid; / 4 " HardieBacker Underlayment; HardieBacker ProGrid TM ; HardieBacker 500 / 4 " HardieBacker Underlayment; / 4 " HardieBacker EZ Grid; / 4 " HardieBacker Underlayment; HardieBacker ProGrid TM ; / 4 " HardieBacker Underlayment For SI: inch = 25.4 mm. Interior Wall: wood framing, tile finish Exterior Wall: wood framing, tile finish Interior Wall: wood framing, paint or wallpaper finish Interior Wall: steel framing, tile finish Exterior Wall: steel framing, tile finish Interior Wall: steel framing, paint or wallpaper finish Interior Flooring underlayment, tile finish Interior Flooring underlayment, resilient floor finish Minimum / 4 -inch-long (32 mm), corrosion-resistant (galvanized or stainless steel) roofing nails or minimum / 4 -inch-long (32 mm), No. 8 by 0.375-inch-headdiameter (9.5 mm), self-drilling, corrosion-resistant, ribbed waferhead Minimum 3 / 4 -inch-long (44 mm), corrosion-resistant (galvanized or stainless steel) roofing nails or minimum / 4 -inch-long (32 mm), No. 8 by 0.375-inch-headdiameter (9.5 mm), self-drilling, corrosion-resistant, ribbed waferhead Minimum 3 / 8 -inch-long (35 mm) gypsum board nails or minimum -inch-long (25.4 mm) No. 8 x 0.323-inch-head-diameter (8.2 mm), self-drilling, corrosion resistant, ribbed bugle-head Minimum / 4 -inch-long (32 mm), No. 8 by 0.375-inch-headdiameter (9.5 mm), self-drilling, corrosion-resistant, ribbed waferhead Minimum / 4 -inch-long (32 mm), No. 8 by 0.375-inch-headdiameter (9.5 mm), self-drilling, corrosion-resistant, ribbed waferhead Minimum -inch-long (25.4 mm), No. 8 x 0.323-inch-headdiameter (8.2 mm), self-drilling, corrosion resistant, ribbed buglehead / 4 -inch-long (32 mm), corrosion-resistant (galvanized or stainless steel) roofing nails or minimum -inch-long (25.4 mm), No. 8 by 0.323-inch-headdiameter (8.2 mm), self-drilling, corrosion-resistant, ribbed buglehead. To comply with ANSI A08., minimum / 4 -inch-long (32 mm), No. 8 by 0.375-inch-head-diameter (9.5 mm), self-drilling, corrosion resistant ribbed wafer-head must be used 3d, corrosion-resistant, ring shank nails or No. 8 gage (0.0475-inch) corrosion-resistant staples with / 4 -inch (6.4 mm) crowns Screws into wood framing must be of sufficient length to penetrate at least inch into wood members. 2 Screws into steel framing must be of sufficient length to penetrate the metal framing at least three full threads. 3 Fasteners must be in a random/staggered pattern in the field. 8 inches edge, 8 inches field 3 inches edge, 6 inches field 3
ESR-2280 Most Widely Accepted and Trusted Page 8 of 8 TABLE 4 TRANSVERSE LOAD (WIND LOAD) RESISTANCE Product HardieBacker 500 Minimum Product thickness (In.) Fastener Type 3, 4 Minimum / 4 -inch-long (32 mm), 3 No. 8 by 0.375-inch-head-diameter / 32 (9.5 mm), self-drilling, corrosionresistant, ribbed wafer-head Fastener Spacing (In.) Frame Type Stud Spacing (In.) Allowable positive and negative load 5 8 2X4 Wood 2 6 9.9 psf (4400 Pa) HardieBacker 500 3 / 32 No. ga, x 3 / 4 -inchlong (44 mm) galvanized roofing nails 8 2X4 Wood 2 6 30. psf (44 Pa) HardieBacker 500 3 / 32 Minimum / 4 -inch-long (32 mm), No. 8 by 0.375-inch-head-diameter (9.5 mm), self-drilling, corrosionresistant, ribbed wafer-head For SI: ft = 305 mm, inch = 25.4 mm, mph=0.44 m/s, psf = 47.88 Pa 8 Min No. 20 ga. x 3 5 / 8 in. x 3 / 8 in. metal 6 9.7 psf (439 Pa) C-stud 3 Installation must be in accordance with Section 4.2..4 of this report. 2 Values are for species of wood having a specific gravity of.042 or greater. 3 Screws into steel framing must be of sufficient length to penetrate the metal framing at least three full threads. 4 Screws into wood framing must be of sufficient length to penetrate at least inch into wood members. 5 Allowable load is based on a factor of safety of 3.0 applied to the ultimate load.